Research Article

In-Plane Interactive Buckling of High Strength Steel Welded Wide Web I-Section Beam-Columns

Figure 4

Comparison of test and FE model load-lateral deflection curves: (a) EH1P [19]; (b) EH2P [19]; (c) EH3P [19]; and (d) EH4P [19].
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(b)
(c)
(d)